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ASTM D6155-06

(Specification)

Standard Specification for Nontraditional Coarse Aggregates for Bituminous Paving Mixtures

Standard Specification for Nontraditional Coarse Aggregates for Bituminous Paving Mixtures

ABSTRACT
This specification deals with the use of coarse aggregates not traditionally used in bituminous paving mixtures. The coarse aggregates shall consist of hard, strong, durable pieces, free of adherent coatings. The grading shall conform to the requirements prescribed herein. Physical properties such as degradation, expansion, and environmental stability shall also be tested.
SCOPE
1.1 This specification covers the use of coarse aggregates not traditionally used in bituminous paving mixtures. These nontraditional aggregates can be described as any aggregate other than those described in Specifications D 692, D 693, D 1139, and D 5106, (crushed stone, crushed hydraulic-cement concrete, crushed blast-furnace slag, steel furnace slag, and crushed gravel) suitable for use in bituminous paving mixtures, as described in Specifications D 3515 or D 4215.
1.2 The values stated in SI units are to be regarded as the standard. The inch-pound units given in parentheses are for information only.
1.3 The text of this specification references notes and footnotes that provides explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the specification.
This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

General Information

Status
Historical
Publication Date
30-Jun-2006
ICS
93.080.20 - Road construction materials
Technical Committee
D04 - Road and Paving Materials
Drafting Committee
D04.50 - Aggregate Specifications
Current Stage
Ref Project

Relations

Replaces
ASTM D6155-01 - Standard Specification for Nontraditional Coarse Aggregates for Bituminous Paving Mixtures
Effective Date
01-Jul-2006
Replaced By
ASTM D6155-13 - Standard Specification for Nontraditional Coarse Aggregates for Bituminous Paving Mixtures
Effective Date
01-Jun-2013
Referred By
ASTM E3355-23 - Standard Guide for Characterization of Coal Combustion Products (CCPs) in Storage Area(s) for Beneficial Use
Effective Date
01-Jul-2006
Referred By
ASTM D8418-21 - Standard Guide for Material and Construction Standards Related to Sustainability Within Committee D04
Effective Date
01-Jul-2006

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ASTM D6155-06 - Standard Specification for Nontraditional Coarse Aggregates for Bituminous Paving MixturesASTM D6155-06 - Standard Specification for Nontraditional Coarse Aggregates for Bituminous Paving Mixtures
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ASTM D6155-06 - Standard Specification for Nontraditional Coarse Aggregates for Bituminous Paving Mixtures
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation:D6155 −06
StandardSpecification for
Nontraditional Coarse Aggregates for Bituminous Paving
1
Mixtures
This standard is issued under the fixed designation D6155; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope Size CoarseAggregate byAbrasion and Impact in the Los
Angeles Machine
1.1 This specification covers the use of coarse aggregates
C136 Test Method for Sieve Analysis of Fine and Coarse
not traditionally used in bituminous paving mixtures. These
Aggregates
nontraditional aggregates can be described as any aggregate
C142 Test Method for Clay Lumps and Friable Particles in
other than those described in Specifications D692, D693,
Aggregates
D1139, and D5106, (crushed stone, crushed hydraulic-cement
C294 Descriptive Nomenclature for Constituents of Con-
concrete, crushed blast-furnace slag, steel furnace slag, and
crete Aggregates
crushed gravel) suitable for use in bituminous paving mixtures,
D8 Terminology Relating to Materials for Roads and Pave-
as described in Specifications D3515 or D4215.
ments
1.2 The values stated in SI units are to be regarded as the
D75 Practice for Sampling Aggregates
standard. The inch-pound units given in parentheses are for
D448 Classification for Sizes of Aggregate for Road and
information only.
Bridge Construction
D692 Specification for Coarse Aggregate for Bituminous
1.3 The text of this specification references notes and
footnotes that provides explanatory material. These notes and Paving Mixtures
D693 Specification for Crushed Aggregate for Macadam
footnotes (excluding those in tables and figures) shall not be
3
considered as requirements of the specification. Pavements (Withdrawn 2008)
D1139 Specification for Aggregate for Single or Multiple
1.4 This standard does not purport to address all of the
Bituminous Surface Treatments
safety concerns, if any, associated with its use. It is the
D2489 Practice for Estimating Degree of Particle Coating of
responsibility of the user of this standard to establish appro-
Bituminous-Aggregate Mixtures
priate safety and health practices and determine the applica-
D3319 Practice for the Accelerated Polishing of Aggregates
bility of regulatory limitations prior to use.
Using the British Wheel
D3515 Specification for Hot-Mixed, Hot-Laid Bituminous
2. Referenced Documents
3
Paving Mixtures (Withdrawn 2009)
2
2.1 ASTM Standards:
D3665 Practice for Random Sampling of Construction Ma-
C29/C29M Test Method for Bulk Density (“Unit Weight”)
terials
and Voids in Aggregate
D4215 Specification for Cold-Mixed, Cold-Laid Bituminous
C88 Test Method for Soundness of Aggregates by Use of
Paving Mixtures
Sodium Sulfate or Magnesium Sulfate
D4792 Test Method for Potential Expansion of Aggregates
C125 Terminology Relating to Concrete and Concrete Ag-
from Hydration Reactions
gregates
D4867/D4867M Test Method for Effect of Moisture on
C131 Test Method for Resistance to Degradation of Small-
Asphalt Concrete Paving Mixtures
D5106 Specification for Steel Slag Aggregates for Bitumi-
nous Paving Mixtures
1
This specification is under the jurisdiction of ASTM Committee D04 on Road
D5711 Test Method for Determining the Adherent Coating
and Paving Materials and is the direct responsibility of Subcommittee D04.50 on
on Coarse Aggregates
Aggregate Specifications.
D5821 Test Method for Determining the Percentage of
Current edition approved July 1, 2006. Published July 2006. Originally approved
in 1997. Last previous edition approved in 2001 as D6155 – 01 DOI: 10.1520/ Fractured Particles in Coarse Aggregate
D6155-06.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
3
Standards volume information, refer to the standard’s Document Summary page on The last approved version of this historical standard is referenced on
the ASTM website. www.astm.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
D6155−06
tests or service records indicate this to be true, such angular particles may
2.2 U. S. Environmental Protection Agency Standards:
be considered as crushed.
SW846 1311 EPA Test Method, Toxicity Characteristic
4
Leaching Procedure 5.4 Polishing Characteristics—The coarse aggregates, or
the coarsest fraction of the aggregate for use in surface course
3. Terminology
mixtures, shall be of a type known to possess adequate
resistancetopolishingactionoftheanticipatedtraffic(seeNote
3.1 Definitions—For defining aggregate types, see Descrip-
3)
...

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SIGNIFICANCE AND USE
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SCOPE
1.1 This test method covers the measurement of the electrical resistivity of water-barrier membrane-pavement systems when applied to concrete bridge decks.  
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1.4 The values measured represent the electrical resistance obtained with the equipment and procedures stated herein and do not necessarily agree or correlate with those using other equipment or procedures.  
1.5 Units—The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the standard.  
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ASTM D8239-23(Specification)
Standard Specification for Performance-Graded Asphalt Binder Using the Multiple Stress Creep and Recovery (MSCR) Test

SCOPE
1.1 This specification2 covers asphalt binders graded by performance. Grading designations are related to the LTPPBind Online calculated maximum pavement design temperature, the minimum pavement design temperature, and the traffic loading.
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